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Extension of stage-discharge curve for river necessitated backwater computations and development of suitable correlations because of varying friction slope; monthly rainfall-runoff relations from limited data have been used for transforming rainfall data and for preparing 60 yr water budget to determine useful reservoir yield probable variation; optimum baseflow for use with unit hydrograph and design storms was estimated from association between flood-producing storm and antecedent baseflow; use of regional flood potential study for checking design floods derived from design storms and unit hydrograph; auxiliary spillway at safe distance from main dam reduces reservoir surcharge for rare floods.
Extension of stage-discharge curve for river necessitated backwater computations and development of suitable correlations because of varying friction slope; monthly rainfall-runoff relations from limited data have been used for transforming rainfall data and for preparing 60 yr water budget to determine useful reservoir yield probable variation; optimum baseflow for use with unit hydrograph and design storms was estimated from association between flood-producing storm and antecedent baseflow; use of regional flood potential study for checking design floods derived from design storms and unit hydrograph; auxiliary spillway at safe distance from main dam reduces reservoir surcharge for rare floods.
Hydrologic designs of Ramganga Dam project
ASCE -- Proc (J Hydraulics Div)
Singh, K.P. (author)
1968
23 pages
Article (Journal)
English
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